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MAYES TESTING ENGINEERS, INC 2 alley <br /> =i- Road <br /> Site 110 <br /> Lynnwood,WA 98036 <br /> Project No. L16474 ph425.742.9360 <br /> Project Aurora Systems Inc. fax 425.745.1737 <br /> /.mess`— 9—2201 100th SW, Everett, WA Tacoma Office <br /> ,� Permit No. B1601-0210029 S.Tacoma Way <br /> (s_ 31dg Dept. City of Everett sUteE-2 <br /> Tacoma,WA 98499 <br /> F_ ph 253.584.3720 <br /> Client Aureus LLC fax 253 584.3707 <br /> Engineer West Coast Structural Engineering Portland Office <br /> Contractor GLY Construction Co. Inc. 7911 NE 33rd Drive <br /> Site 190 <br /> Portland,OR 97211 <br /> ph 503.281.7515 <br /> Record No. 002 fax 503.281.7579 <br /> Date 08/12/16 <br /> Weather Clear <br /> Inspection Welding-visual <br /> Sample(s) N/A <br /> Onsite for visual inspection of single pass fillet welds. Inspector unable to verify welder <br /> certifications. The 1/4" fillet welds at grid lines 2/I, J, K, K.2 HSS column to bucket per detail S5.0/5 <br /> were found to be acceptable per AWS D1.1. <br /> Simpson Ties to beam welded at grid line 1, the following discrepancies were noted: <br /> 1. Need clarification of weld detail; inspector provided with manufacturer's recommendations, <br /> but not official weld detail. <br /> 2. Simpson Ties at columns, grid lines 1/K.5 and J.5 had added metal welded to column face <br /> and bottom of tie, due to column interference. <br /> l <br /> 77k41 <br /> y. <br /> O.\ 1 if . ,,. i <br /> 1..k <br /> f .- <br /> Figurel. Photo shows top of Figure 2. Photo of added plate noted above. <br /> Simpson Tie welded to beam. <br /> PRELIMINARY INSPECTION <br /> Inspector: Tim York <br /> Reviewed By: <br /> 414. <br /> dirdp, <br /> Robert Gardner <br /> Senior Project Manager <br /> Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full,without the approval of Mayes Testing Engineers,Inc. <br /> Page 1 of 1 <br />